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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.3 LAdmitted-Finance | -21.10% | ₹15.3 L | L1 | Admitted-Finance |
| 2 | L2₹17.2 LAdmitted-Finance AT RAJPURA P O MAGMA DIST DHANBAD 828204 | DHANBAD | JHARKHAND | 828204 | -11.51% | ₹17.2 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical AT KHUDIA FATAK P O NIRSA DIST DHANBAD 828205 | DHANBAD | JHARKHAND | 828205 | - | - | - | Rejected-Technical As per TC recommendation. |
Tender Value
₹19.4 L
EMD Value
₹24,300
Closing Date
28 Apr 2026, 5:00 pmClosed
AE (Civil)
Office of The General Manager, Mugma Area, P.O-Mugma, Dist.- Dhanbad, 828204
Construction of Substation (incl. Store Room and Chain link Fencing) at Chapapur-II OCP under CB Group of Mines, Mugma Area.
2026_ECL_358659_1
ECL/GM/MA/CE/26-27/e-Tender/01 Dt. 23.04.2026
Open Tender
Civil Works - Buildings
90 days
chapapur Colliery
Please refer Tender documents.
4 documents required · 4 mandatory
₹24,300
9 May 2026
23 Apr 2026
29 Apr 2026
23 Apr 2026
28 Apr 2026
23 Apr 2026
23 Apr 2026 - 25 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 0 | Based on analysis | - | - | - | - | - |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 45.15 | cum | - | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift | 47.73 | cum | - | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.69 | cum | - | - | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 10.78 | cum | - | - | - |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.63 | cum | - | - | - |
| 6 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 18.52 | cum | - | - | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 14.54 | cum | - | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 123.43 | sqm | - | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for:Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 177.16 | sqm | - | - | - |
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